Permanent Restoration of 50m Span Foot Bridge over Saloh Nallah a Bainsta damaged during heavy rainfall/huge landslides/flash floods Wall.

Earth work in excavation by mechanical means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Requiring Blasting )

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)with 20% Plum.

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Medium shade using 50% white cement and 50% ordinary cement.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Providing supplying and fixing of high tensile galvanized steel stay cable for foot over bridge including cutting to required length, provision of end anchorages/tumbuckles, socketing with spelter or swaged fittings, erection, alignment, stressing/tensioning to required load, including all tools, tackles, labour, testing and complete in all respects as per site requirement and direction of Engineer-in-Charge 25 mm Dia

Providing, supplying and fixing of high tensile galvanized steel stay cable for foot over bridge including cutting to required length, provision of end anchorages/turnbuckles, socketing with spelter or swaged fittings, erection, alignment, stressing/tensioning to required load, including all tools, tackles, labour, testing and complete in all respects as per site requirement and direction of Engineer-in-Charge 12 mm Dia

Carriage of sand an avg. distance 85.0 km.

Carriage of stone agg below 40mm avg distance 5.0 km.

Carriage of stone an avg lead 2 km

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